Seismic Reduction Performance of Wrap Rope Connection Devices for Continuous Girder Bridges

Table 2

Comparison of replacement parameters of pier material.

	E (N/mm^2)	Ix (mm^4)	Iy (mm^4)	EIx	EIy
Prototype pier	3.250 × 10^4	2.310 × 10^14	9.760 × 10^13	—	—
Design	2.060 × 10^5	2.810 × 10^6	11.875 × 10^5	5.790 × 10^11	2.446 × 10^11
Actual	2.060 × 10^5	2.5520 × 10^6	8.477 × 10^5	5.260 × 10^11	1.746 × 10^11